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Elastic solutions for a deep circular tunnel. Technical note
IIA
811i14 ~_~JC!~.~bIL .~NALYSIS .~ND DESIGN OF BIFL~CATI}~] TU~S ThareJa, D V; Nataya0an, R; Madhavam, K In~ Wa~er P ~ e r D~.m Constr, V32, N2, Feb 1980,
.~2-~6 De~crlbes a 3-D finite el~enttechnique in which data, instead oTbeirg fed t o t h e c c ~ t e r , are generated by it. A direct solution method ls used. 811115 ROEBINS DIGS ON, IN EUROPE .AND AUSTRALIA !nt Water Pc~er Dam Constr, V32, N2, Feb 1980,
~-~9 Describes 2 case studies of hard rock tunnelling machines, the Hausllng penstock for the tiller peter plant in Austria and a machine steered by laser beam control at the Thomson reservoir scheme in Australia. 811116 STILLWATER TUNNEL - A PROGRESS REI~RT Maruahack, J M; Tilp, P J Turmlg Technol Ne~sl, N31, Sept 1980, PI-!! Reviews the project to build an 8 mile tunnel, internal diameter 7.Sft, as part of an a~aeduct system in Utah, UsA. Problems are relocated in connection with binding of the tunnelling machine in a large fault zone, ";ith convergence and with sealant failure in the segmented lining Joints. These led to a halt in construction during 19~9: plans for completion are discussed. 811117 ELASTIC SOLUTIONS FOR A DEEP CIRCULAR &"I.J'N~'~__..., TECHNTC~L NOTE Pander, M J Geotechnique, VS0, N~, June 1980, P216-222 Discusses 3 cases: (i) stresses applied at a distant bound~z-~, (2) tt~uel excavated in a prestressed medittm, (3) interaction between a tunnel excavated in a prestressed medium and a tunnel lining. 811118 S O ~ PRACTICAL ASPECTS OF CONC~I~JAL MODELS IN TUg~I N~ Muir Wood, A M Proc hth Congress International Society f~r Rock Mechanics, Montreux, 2-8 Sept 1979, Vol 3, P~7~-278. ~ b l Rotterdam, A A Balk~ma,
IT9 Comments on a few simplifications of conceptual rock models arotu~i cavities, selected aspects of rock characteristics which affect their validity ard their Izractical application. Au~ch. 811119 ~ . S U P ~ N T s OF GROUND MOV~_~NTS AROUND T H ~ TUNneLS IN LOOSE COHESIONLESS SOIL Ryley, M D; Johnson, P E; O'Reilly, M P Transport and Road Research Lab lab~rat~r 7 rel~ 938, 1980, 31P R e p - - s the dri~irg of three se~er tw~uels in Warrlz~ton, UK. G r o u ~ deformations during bentonite tunnelling -were monitored and cOZ-~red w i t h the settl~.~ents occurring when tunnels were driven in compressed air c~ in chemic~~
Power plan~s 811120 NORT]iFIELD MOUT~AIN FJNF~D STCNAGE PROJECT: PER F O R M ~ C E S~wiger, W F; Wild, P A; Ls_mb, T J J Geotech E~grg Div ASCE, Vl06, NGT6, June 19~0, I%73-689 Discusses the design of the upper re~ervo~-, especially geologic considerations affecting its design, Instrumentation in the d~ms a~d p~--erhouse~ a.~ observazions of performance of this project in Massachusetts, USA, far the first years of operation. 811121 UNDERGRO[rND NUCLEAR-POWER-FLA~ SITING ~'~L~ ~"~U~EE MILE ISLAND Willett~ D C T~mzlg Technol Ne~si, N29, March !9~0, P!-IO Discusses the advantages and disadvantages of siting nuclear w<~,er plants underground..-" ~ b l e stm~ms~ises the p r i n c i ~ features of underEr~arg nuclear power plant studies carried ~ in the USA and Canada. A comFa~-ison is made betwe.~n the features of large existing and propos~i caverns in hard rock and the typical requZremerits for underground ~ucle~-r facilities. 18 refs. 811122 I}~ERPR~rATrON OF THE RESULTS OF ~ ROCK >~C:%4~FfCAL ~E3T F R O G ~ N FOR A _=D'~'ERROUSE C A ~ ' [ ~Y
W'ittke, U; Plischke, B; Hosang, ~ H Proc $~h Corgress International 5'ocie¢y f~r Rock ~!~chanics, Montreux, 2-8 Sep~ i9~9, Vol 3, P199-208 (in English), P209-21~ (in Gmrr~n). l~ahl ~ottard~_m, A A P~Lke_~, 19C9 The test ~rogram~e considered of extez~cneter ar~ convergence meas,~ements in a test ttu-~! -nd in situ stress meas'Irements ar~ flut Jack test~. The finite element method was used to interpret the results.
In-situ stresses and stress around underground openings See also: 81!0h4
813.123 ST~'%TA BE}£~.V'_C'IRUNDE9 CAVING COhO!T!O:;S -N TP~ SYDNKf BASIN COA!FI'--.~-DS Schaller, 3 BHP Tech ?;all, V23, )~, .Nov 1979, ~ 7 - 3 k Reports the brldgirg ard cantilever effects of rmssiv~ Cverburden in the Na~ Sotrth t:-ies Collieries under comdltlons of partial or
811i14 ~_~JC!~.~bIL .~NALYSIS .~ND DESIGN OF BIFL~CATI}~] TU~S ThareJa, D V; Nataya0an, R; Madhavam, K In~ Wa~er P ~ e r D~.m Constr, V32, N2, Feb 1980,
.~2-~6 De~crlbes a 3-D finite el~enttechnique in which data, instead oTbeirg fed t o t h e c c ~ t e r , are generated by it. A direct solution method ls used. 811115 ROEBINS DIGS ON, IN EUROPE .AND AUSTRALIA !nt Water Pc~er Dam Constr, V32, N2, Feb 1980,
~-~9 Describes 2 case studies of hard rock tunnelling machines, the Hausllng penstock for the tiller peter plant in Austria and a machine steered by laser beam control at the Thomson reservoir scheme in Australia. 811116 STILLWATER TUNNEL - A PROGRESS REI~RT Maruahack, J M; Tilp, P J Turmlg Technol Ne~sl, N31, Sept 1980, PI-!! Reviews the project to build an 8 mile tunnel, internal diameter 7.Sft, as part of an a~aeduct system in Utah, UsA. Problems are relocated in connection with binding of the tunnelling machine in a large fault zone, ";ith convergence and with sealant failure in the segmented lining Joints. These led to a halt in construction during 19~9: plans for completion are discussed. 811117 ELASTIC SOLUTIONS FOR A DEEP CIRCULAR &"I.J'N~'~__..., TECHNTC~L NOTE Pander, M J Geotechnique, VS0, N~, June 1980, P216-222 Discusses 3 cases: (i) stresses applied at a distant bound~z-~, (2) tt~uel excavated in a prestressed medittm, (3) interaction between a tunnel excavated in a prestressed medium and a tunnel lining. 811118 S O ~ PRACTICAL ASPECTS OF CONC~I~JAL MODELS IN TUg~I N~ Muir Wood, A M Proc hth Congress International Society f~r Rock Mechanics, Montreux, 2-8 Sept 1979, Vol 3, P~7~-278. ~ b l Rotterdam, A A Balk~ma,
IT9 Comments on a few simplifications of conceptual rock models arotu~i cavities, selected aspects of rock characteristics which affect their validity ard their Izractical application. Au~ch. 811119 ~ . S U P ~ N T s OF GROUND MOV~_~NTS AROUND T H ~ TUNneLS IN LOOSE COHESIONLESS SOIL Ryley, M D; Johnson, P E; O'Reilly, M P Transport and Road Research Lab lab~rat~r 7 rel~ 938, 1980, 31P R e p - - s the dri~irg of three se~er tw~uels in Warrlz~ton, UK. G r o u ~ deformations during bentonite tunnelling -were monitored and cOZ-~red w i t h the settl~.~ents occurring when tunnels were driven in compressed air c~ in chemic~~
Power plan~s 811120 NORT]iFIELD MOUT~AIN FJNF~D STCNAGE PROJECT: PER F O R M ~ C E S~wiger, W F; Wild, P A; Ls_mb, T J J Geotech E~grg Div ASCE, Vl06, NGT6, June 19~0, I%73-689 Discusses the design of the upper re~ervo~-, especially geologic considerations affecting its design, Instrumentation in the d~ms a~d p~--erhouse~ a.~ observazions of performance of this project in Massachusetts, USA, far the first years of operation. 811121 UNDERGRO[rND NUCLEAR-POWER-FLA~ SITING ~'~L~ ~"~U~EE MILE ISLAND Willett~ D C T~mzlg Technol Ne~si, N29, March !9~0, P!-IO Discusses the advantages and disadvantages of siting nuclear w<~,er plants underground..-" ~ b l e stm~ms~ises the p r i n c i ~ features of underEr~arg nuclear power plant studies carried ~ in the USA and Canada. A comFa~-ison is made betwe.~n the features of large existing and propos~i caverns in hard rock and the typical requZremerits for underground ~ucle~-r facilities. 18 refs. 811122 I}~ERPR~rATrON OF THE RESULTS OF ~ ROCK >~C:%4~FfCAL ~E3T F R O G ~ N FOR A _=D'~'ERROUSE C A ~ ' [ ~Y
W'ittke, U; Plischke, B; Hosang, ~ H Proc $~h Corgress International 5'ocie¢y f~r Rock ~!~chanics, Montreux, 2-8 Sep~ i9~9, Vol 3, P199-208 (in English), P209-21~ (in Gmrr~n). l~ahl ~ottard~_m, A A P~Lke_~, 19C9 The test ~rogram~e considered of extez~cneter ar~ convergence meas,~ements in a test ttu-~! -nd in situ stress meas'Irements ar~ flut Jack test~. The finite element method was used to interpret the results.
In-situ stresses and stress around underground openings See also: 81!0h4
813.123 ST~'%TA BE}£~.V'_C'IRUNDE9 CAVING COhO!T!O:;S -N TP~ SYDNKf BASIN COA!FI'--.~-DS Schaller, 3 BHP Tech ?;all, V23, )~, .Nov 1979, ~ 7 - 3 k Reports the brldgirg ard cantilever effects of rmssiv~ Cverburden in the Na~ Sotrth t:-ies Collieries under comdltlons of partial or